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Home My WebLink AboutZ-4987-F Map 1�A� 0 \ CONSTRUCT DRIVEWAY A \ CONSTRUI HC RAMP CONSTRUCT 5'�IDEWALR 5' OFF BACK OFI CURB' I PUgG EXI CU ER I I co I o w I O Lt') N O C STRUM H RAMP CONSTRUCT CONCF DRIVEWAY+ APRON CIONSTRUCI `[IC RAMP i I J CONSTRUCT 5' SIDEWAL 5' OFF BACK OF CURB CONSTRUCT HC RAMP CONSTRUCT HC RAMP \ CONSTRUCT CURB INLET FL -248.0 i i l CURB INLET t=246.7 0 CONSTRUCT JUNCTION BOX ON EX CULVERT FL -245.7 �I VE 125.;72) I;aR Ste:—. 5' SIDEWALK F CURB 20 SQ �•S6'0 o 64.20, 0 20 Scale 1" = 20 ft 6. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES AND ORDINANCES GOVERNING WORK OF THIS TYPE. 7. THE INSTALLATION OF ALL CULVERT PIPE TO BE IN ACCORDANCE WITH AHTD SPECIFICATIONS. 8. . ALL EXISTING IMPROVEMENTS WHICH INTERFERE WITH THE WORK, AND ARE NOT TO BE SAVED SHALL BE REMOVED AND DISPOSED OF. IMPROVEMENTS IN THE RIGHT-OF-WAY WHICH ARE TO REMAIN SHALL BE PROTECTED BY THE, CONTRACTOR. 9. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH BELL AND SPIGOT TYPE JOINTS. PIPE, MATERIAL AND INSTALLATION SHALL BE IN CONFORMANCE WITH APPLICABLE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD) STANDARD CONSTRUCTION SPECIFICATIONS. 10. ALL CORRUGATED METAL PIPE SHALL MEET OR EXCEED AHTD REQUIREMENTS FOR GAUGE AND CORRUGATION AND SHALL BE POLYMER COATED IN ACCORDANCE WITH ASTM A-742 AND AASHTO M-246. THE LAST 12" OF EACH LENGTH SHALL BE RECORRUGATED WITH ANNULAR CORRUGATIONS TO ACCEPT CORRUGATED COUPLING BANDS. 11. ALL WATER MAINS AND SEWER MAINS AND THEIR APPURTENANCES INCLUDING INSTALLATION, SHALL COMPLY WITH THE LATEST LITTLE ROCK MUNICIPAL WATER WORKS AND LITTLE ROCK WASTEWATER UTILITY SPECIFICATIONS. CONNECTIONS SHALL NOT BE MADE TO EXISTING LINES UNTIL NEW CONSTRUCTION HAS BEEN TESTED AND APPROVED BY THE UTILITY. 12. THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE LOCATION OF THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DAMAGING ANY EXISTING IMPROVEMENTS WHICH ARE TO REMAIN. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL REVIEW THE PLANS AND SPECIFICATIONS. HE SHALL VISIT THE SITE AND INSPECT THE CONDITION OF THE SITE AND THE ADJACENT IMPROVEMENTS. 13. THE CONTRACTOR SHALL CALL "ONE -CALL FOR LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY EXCAVATION. 14. ANY EXCESS EXCAVATED MATERIAL, NOT REQUIRED FOR CONSTRUCTION OF FILLS SHALL BE PLACED IN LOW AREAS ADJACENT TO THE SITE. PLO) 0 to J Nfg*3.0'41"W 515.75' 0�,. —42 00 / \ .1:----SffE IS LESS THEN 1 ACRE AND . LESS THAN 3000 CY OF DIRT WILL BE MOVED, THEREFORE NO GRADING PERMIT MUST BE OBTAINED. 2. SITE IS WITHIN THE LEVEE DISTRICT, THEREFORE NO_STORM WATER --DETENTION jIS REQUIRED. I I alb f ham. I GRADING, PAVING & DRAINAGE ACX10M PLAZA a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING PARKING LOT EXPANSION 0 401 VICTORY STREET LITTLE ROK, ARKANSAS 72201 6 5 - Survey Survey By: Drawn By:Checked By: Approved 131, c.5 LITTLE ROCK, AR NSAS -2—�LV7 _ t Revised Date 7-21-2000 1. SEE ARCHITECTURAL DRAWINGS FOR DETAILS GRADING AT Vert. BUILDINGS, STEPS, WALKS, WALLS AND OTHER STRUCTURES. 2. FINISH CONTOURS AND !GRADES SHOWN ARE FOR FINISHED SURFACES, ALLOWANCES SHALL BE MADE FOR PAVEMENTS, SLABS, TOPSOIL, SOD, ETC. UNIFORM PLANES AND SURFACES SHALL BE of SHAPED BETWEEN FINISHED SPOT ELEVATIONS AND/OR FINISH CONTOURS 00-0368 SHOWN. MINIMUM PAVEMENT SLOPES SHALL BE 1%, MINIMUM FINISH SLOPES ON GRASS OR SOD. SURFACES SHALL BE 1%, MINIMUM LONGITUDINAL CONCRETE CURB & GUTTER SLOPE SHALL BE 0.67, SPILLOUT CURB SHALL BE USED ON THE HIGH SIDE OF PAVEMENT AND AT DISCHARGE POINTS 3. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL SLOPES SHALL BE FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED) 60 AS SOON AS POSSIBLE, THE CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE ARKANSAS" DPC&E. THE SITE SHALL BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION, WATER SHALL NOT BE ALLOWED TO POND. 4. ALL AREAS TO BE CUTiOR FILLED SHALL BE CLEARED AND GRUBBED. THE MAXIMUM FILL SLOPE SHALL BE 3:1. ALL FILLS SHALL BE MADE IN 8" LIFTS AND COMPACTED, AT OPTIMUM MOISTURE CONTENT ^� TO 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557), AS 0) DETERMINED BY IN—PLACE DENSITY TESTS. BORROW AND FILL CT MATERIAL SHALL BE SELECLAY SAND OR SANDY CLAY HAVING A 0), LIQUID LIMIT LESS THAN 401 OR OTHER APPROVED FILL. FILL SOILS CF JM CLASSIFYING AS SC OR GC'ACCORDING TO THE UNIFIED SOILS O CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE MATERIAL USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE CONTENT. WITH A VIBRATORY, SWEEPS FOOT COMPACTOR. CTOR SHALL ORDINATE 5. COMPANY EACH PRIORHTOOANY EXCAVATIONANY DAMAGE O UTILITY LINITH T ES CAUSED BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING AND PROPOSED STORM SEWER, SANITARY SEWER AND WATER LINES TO ENSURE THAT THEY ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE . ALL ROUGH GRADING SHALL`BEiCOMPLETE BEFORE INSTALLATION OF STORM SEWER, SANITARY SEWER AND APPURTENANCES, WATER MAINS, SERVICES AND APPURTENANCES. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED WITH SELECT MATERIAL AS SPECIFIED IN NOTE #4 ABOVE. 6. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES AND ORDINANCES GOVERNING WORK OF THIS TYPE. 7. THE INSTALLATION OF ALL CULVERT PIPE TO BE IN ACCORDANCE WITH AHTD SPECIFICATIONS. 8. . ALL EXISTING IMPROVEMENTS WHICH INTERFERE WITH THE WORK, AND ARE NOT TO BE SAVED SHALL BE REMOVED AND DISPOSED OF. IMPROVEMENTS IN THE RIGHT-OF-WAY WHICH ARE TO REMAIN SHALL BE PROTECTED BY THE, CONTRACTOR. 9. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH BELL AND SPIGOT TYPE JOINTS. PIPE, MATERIAL AND INSTALLATION SHALL BE IN CONFORMANCE WITH APPLICABLE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD) STANDARD CONSTRUCTION SPECIFICATIONS. 10. ALL CORRUGATED METAL PIPE SHALL MEET OR EXCEED AHTD REQUIREMENTS FOR GAUGE AND CORRUGATION AND SHALL BE POLYMER COATED IN ACCORDANCE WITH ASTM A-742 AND AASHTO M-246. THE LAST 12" OF EACH LENGTH SHALL BE RECORRUGATED WITH ANNULAR CORRUGATIONS TO ACCEPT CORRUGATED COUPLING BANDS. 11. ALL WATER MAINS AND SEWER MAINS AND THEIR APPURTENANCES INCLUDING INSTALLATION, SHALL COMPLY WITH THE LATEST LITTLE ROCK MUNICIPAL WATER WORKS AND LITTLE ROCK WASTEWATER UTILITY SPECIFICATIONS. CONNECTIONS SHALL NOT BE MADE TO EXISTING LINES UNTIL NEW CONSTRUCTION HAS BEEN TESTED AND APPROVED BY THE UTILITY. 12. THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE LOCATION OF THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DAMAGING ANY EXISTING IMPROVEMENTS WHICH ARE TO REMAIN. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL REVIEW THE PLANS AND SPECIFICATIONS. HE SHALL VISIT THE SITE AND INSPECT THE CONDITION OF THE SITE AND THE ADJACENT IMPROVEMENTS. 13. THE CONTRACTOR SHALL CALL "ONE -CALL FOR LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY EXCAVATION. 14. ANY EXCESS EXCAVATED MATERIAL, NOT REQUIRED FOR CONSTRUCTION OF FILLS SHALL BE PLACED IN LOW AREAS ADJACENT TO THE SITE. PLO) 0 to J Nfg*3.0'41"W 515.75' 0�,. —42 00 / \ .1:----SffE IS LESS THEN 1 ACRE AND . LESS THAN 3000 CY OF DIRT WILL BE MOVED, THEREFORE NO GRADING PERMIT MUST BE OBTAINED. 2. SITE IS WITHIN THE LEVEE DISTRICT, THEREFORE NO_STORM WATER --DETENTION jIS REQUIRED. I I alb f ham. I GRADING, PAVING & DRAINAGE ACX10M PLAZA a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING PARKING LOT EXPANSION 0 401 VICTORY STREET LITTLE ROK, ARKANSAS 72201 6 5 - Survey Survey By: Drawn By:Checked By: Approved 131, c.5 LITTLE ROCK, AR NSAS -2—�LV7 _ t Revised Date 7-21-2000 Hor. Vert. Scale - 1"=20' Sheet of Job No. 00-0368